The Numerical Assessment of Computer-Imitated Weaknesses-MMCs (NACIW-MMCs) software program has been developed for performing simulation of the microstructure of short-fiber-reinforced MMCs and executing all involved numerical computations.

A rigorous experimental and numerical assessment is made of the benefits and limits of miniaturization in the Kolsky bar system.

The assessment of the damage caused by seismic liquefaction is really an uncertain problem, which not only has a random property, but also a fuzzy character. In this paper these two characters have been taken into consideration to evaluate seismic liquefaction damage at the site. The seismic liquefaction damage is treated as a fuzzy random matter to evaluate its fuzzy probability in order to get the more practical uncertain results. Finally, There are thirty liquefaction cases of Haicheng earthquake (1975) and...

The assessment of the damage caused by seismic liquefaction is really an uncertain problem, which not only has a random property, but also a fuzzy character. In this paper these two characters have been taken into consideration to evaluate seismic liquefaction damage at the site. The seismic liquefaction damage is treated as a fuzzy random matter to evaluate its fuzzy probability in order to get the more practical uncertain results. Finally, There are thirty liquefaction cases of Haicheng earthquake (1975) and Tangshan earthquake (1976) which have been analysed with suggested fuzzy probability. It may be seen that the results of analysis not only closely agree with facts, but also represent the numerical assessment of the degree of liquefaction damage.

Based on the principle of regressive analysis for fictitious multi-variables, the present study provides a prediction method for soil slope collapses in flood seasons, in which the surface geological parameters are used as variables and an effective continuous precipitation as the index for anti-flood capacity of the slope. A table of numerical assessment for the anti-flood capacity of various sideslopes in the railway network is developed as a result of investigation over more than 1000 collapse sites...

Based on the principle of regressive analysis for fictitious multi-variables, the present study provides a prediction method for soil slope collapses in flood seasons, in which the surface geological parameters are used as variables and an effective continuous precipitation as the index for anti-flood capacity of the slope. A table of numerical assessment for the anti-flood capacity of various sideslopes in the railway network is developed as a result of investigation over more than 1000 collapse sites and of statistical calculation for over 30000 items of data. A method to determine the warning precipitation is also put forward. The mothod is proved to be practical and offeetive by its use in a few railway administrations.

The current safety factor method for evaluating earth embankment stability is not very reasonable since the assessment of slope stability is really an uncertain problem. In order to consider the random property of this problem,the probabilistic analysis is introduced herein.Finally, the stability of an experimental beach earth embankment is analysed by means of the suggested probabilistic approach,It may be seen that the results of analysis can represent the numerical assessment of the degree of seismic...

The current safety factor method for evaluating earth embankment stability is not very reasonable since the assessment of slope stability is really an uncertain problem. In order to consider the random property of this problem,the probabilistic analysis is introduced herein.Finally, the stability of an experimental beach earth embankment is analysed by means of the suggested probabilistic approach,It may be seen that the results of analysis can represent the numerical assessment of the degree of seismic stability.